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f I I 1_V 1 - - - --1 IL 1 L L <br />• <br />°--NOTE: <br />° 101 <br />PROVIDE BLOCKING <br />AT ALL <br />° <br />° <br />• <br />• <br />SHEATHING <br />EDGES. <br />• • <br />° <br />° <br />• • <br />';_0 <br />• • <br />• • <br />• • • • • • <br />• • • • • • <br />• • • • <br />• • • • <br />° <br />• <br />• <br />° <br />° • <br />° ° <br />AIL SPACING <br />AT <br />° <br />° <br />° <br />° <br />° <br />• <br />• <br />• <br />• <br />° <br />• <br />12' IN <br />° <br />• <br />° • <br />FIELD <br />° <br />° <br />° <br />• <br />° <br />° <br />° • • • • • • • <br />EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />FIELD <br />BLOCKING <br />REQUIRED (MIN) <br />SJZE <br />SPACING <br />SPACING <br />SPACING <br />REQUIRED <br />7/16' SHEATHING <br />8d <br />3' O.C. <br />3' O.C. <br />12' O.C. <br />ALL <br />EDGES <br />SINGLE NAIL EDGE SPACING <br />1 S <br />° • <br />DOUBLE NAIL EDGE SPACIN( <br />AILING <br />---2x4 BLOCKING <br />NSTUD SPACING PER PLA STRUCTURAL SHEATHING PER PLAN STSHEATHING SPUCE-SAME THICKNESS AND <br />RENGTH AXIS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING _DETAIL <br />Ru <br />TOP PLATE CONNECTOR: <br />(2) SDWC15600 SCREWS 0 EA STUD <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STUD <br />2X P.T. SOLE PLATE w/ 1/2" DIAM. <br />ANCHOR BOLTS (10 + 2) AT 32" <br />O.C. MAX. w/7" EMBEDMENT OR <br />5/8" DIA. EXP. BOLTS AT 24" O.C. <br />W/1800 # ALLOWABLE TENSION MIN. <br />" " <br />STUDS AT 16" O.C. <br />EATHING PER PLAN <br />TOM PLATE CONNECTOR: <br />SOWC15450 SCREWS 0 EA STUD <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STUD <br />2x P.T. PLATE SECURED TO <br />SLAB w/ 3' POWDER ACTUI <br />FASTENERS OR TAPCONS 0 <br />O.C. OR (2) ROWS 12d GUN <br />NAILS 012" O.C. <br />EXTERIOR GABLE END SHEATHING <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />FIELD <br />BLOCKING <br />REQUIRED (MIN) <br />SIZE <br />SPACING <br />SPACING <br />SPACING <br />REQUIRED <br />7/16' MIN <br />8d <br />3' O.C. <br />3' O.C. <br />12' O.C. <br />ALL <br />SHEATHING <br />EDGES <br />Wog GABLE END SHEATHING DETAIL <br />AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR <br />LINTEL WITH POWER DRIVEN FASTENERS AT 12' O.C. <br />FASTENERS TO BE 1/8' DIA. MIN. AND EMBEDDED 3/4' MIN. <br />MINIMUM SHEAR CAPACITY TO BE 150#• <br />2x ANGLE AS REQUIRED w/ (2) 10d <br />STUDS AT 16" O.C. TOE NAILS AT EACH END. <br />ATHING PER PLAN STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN <br />WINDOWS AND DOORS AND AT ENTRIES WITHOUT <br />BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN <br />BARREL FRAMING IS USED. <br />(2) SDWC15600 0 TOP OF <br />JACK STUDS, U.N.O. — <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />PLATE TO BE SPLICED OVER A STUD. <br />ROVIDE 48' LAP SPLICE w/ (3) 10d <br />OMMON NAILS AT ENDS. NAIL PLATES <br />ONT. w/ 10d COMMONS AT 16' O.C. — <br />'6) 10d NAILS KING STUD <br />f0 HEADER (MIN 3 EA PLY) <br />1) SIMPSON LSTA18 <br />:ENTER ON HEADER. <br />— UPLIFT NAILING PER PLAN <br />CRIPPLES AS REQ'D <br />HEADER PER PLAN, (2) PLY <br />MIN. ADDITIONAL JACK STUD <br />AND CONNECTORS <br />REQUIREMENTS PER PLAN. <br />FASTEN WALL SHEATHING <br />AT 3' O.C. ALL AROUND <br />OPENING <br />IiEATHING PER PLAN <br />x STUDS AT 16' O.C. T <br />II II <br />3)SDWC15450 0 BOTTOM <br />F JACK STUDS, U.N.O. <br />NAILING PER PLAN I I I I <br />II II <br />II II <br />L=J.L <br />NOTE: TYPICAL FOR EXTERIOR BEARING WALLS <br />FRAMING TO BE 2x4 U.N.O. ON PLANS <br />►nine TYPICAL FRAMED BEARING WALL <br />v v v v ►ru <br />0'-16" MAX. GAP <br />2x4 FILL w/ 2' MAX. GAP <br />BETWEEN BLOCKS. BLOCK <br />AS REQUIRED AT WINDOW <br />FASTENER LOCATIONS. <br />OR 1/2 DIA EXP. BOLTS AT 24 REFER TO FOUNDATION 1x P.T. SHIM \ <br />O.C. W/1200 # ALLOWABLE TENSION PLAN FOR FOOTING <br />MIN. ALSO AT CORNERS & JAMB \ SIZE AND LOCATION NOTES: ALTERNATE ARCH TOP <br />w/ 3x3 PLATE WASHERS LOAD BEARING WALL w / o UPLIFT MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. <br />W10 <br />REFER TO FOUNDATION PLAN FOR Will an IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL <br />FOOTING SIZE AND LOCATION WINDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION <br />OAD BEARING WALL w/UPLIFT DETAIL. <br />7 <br />8" K.O. BLOCK w/ <br />#5 BAR GROUTED <br />SOUD <br />#5 BAR w/ A.C.I. <br />STANDARD HOOK AT TOP, <br />LAP PER GENERAL NOTES <br />POURED CELL w/ (1) <br />#5 BAR CONT. FROM <br />BEAM TO FOOTING <br />8' CMU WALL LAID IN <br />RUNNING BOND <br />W21 STEP. DOWN TIE BEAM <br />#5 REBAR w/ A.C.I. <br />STANDARD HOOK AT <br />TOP. LAP PER <br />GENERAL NOTES <br />BOND BEAM <br />TOP COURSE <br />LINTEL OVER <br />OPENING <br />WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE <br />FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP <br />PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. <br />8" KNOCK OUT BLOCK W13 ARCH FRAMING DETAIL <br />w/ 15 BAR GROUTED �, <br />SOLID <br />#5 VERTICAL <br />BAR IN <br />GROUTED CELL <br />8" CMU WALL <br />LAID IN RUNNING <br />BOND <br />W21A)STEPPED BOND BEAM OVER LINTEL <br />REBAR, CONT. IN <br />ID BEAM <br />D BEAM PER PLAN <br />REBAR VERTICAL <br />PED 25" MIN. U.N.O. <br />REBAR VERTICAL IN <br />ID FILLED CELLS, <br />E PLAN). <br />REBAR VERTICAL <br />PIED 25' MIN. U.N.O. <br />5" CLEAN OUT AT ALL <br />.ED CELLS. <br />FOUNDATION PLAN <br />DETAILS FOR FOOTING <br />JFORCING. <br />Iv Lr%F k11nUnLj <br />TYPICAL FILLED CELL DETAIL <br />W19 <br />ROOF SHEATHING PER PLAN <br />TRUSSES PER PLAN <br />(2) SDWC15600 PLATE TO TRUSS, U.N.O. <br />DBL 2X TOP PLATE. BOTTOM 2X OF IOP <br />PLATE TO BE SPLICED OVER A STUD. <br />PROVIDE 48' LAP SPLICE w/ (3) 10d <br />COMMON NAILS AT ENDS. NAIL PLATES <br />CONT. w/ 10d COMMONS AT 16' O.C. — <br />(6) 10d NAILS KING STUD TO <br />HEADER (MIN. 3 EA. PLY) <br />(1) SIMPSON LSTA24 w/ (18) 10d <br />NAILS U.N.O - CENTER ON BOTTOM <br />HEADER <br />CONNECT WALLS PER W10 DETAIL- <br />2x STUDS AT 16' O.C. <br />TRUSS BOTTOM CHORD PER <br />MANUF. 0 24' O.C. <br />(2) SDWC15600 TOP <br />PLATES TO EA HEADER <br />PLY ADJACENT TO EA <br />TRUSS, LINO <br />HEADER PER PLAN, (2) PLY MIN. ADDITIONAL <br />JACK STUD AND CONNECTORS REQUIREMENTS <br />PER PLAN. <br />—FF T_ <br />II II <br />(3) SDWC15450 0 BOTTOM <br />OF KING/JACK, U.N.O. <br />II II <br />II II <br />II II <br />=L=JL <br />NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING. <br />FRAMING TO BE 2x4 U.N.O. ON PLANS. IF CRIPPLE STUDS ABOVE <br />HEADER, CONNECT CRIPPLES TO TOP PLATES & HEADER w/ (1) H2.5A. <br />TOP PLATE TO — <br />STUD CONNECTOR <br />TYP. EA STUD <br />(STRAP PER PLAN). <br />BOTTOM PLATE TO — <br />STUD CONNECTOR <br />TYP. EA STUD <br />(STRAP PER PLAN). <br />�--BOX HDR. TO BE HELD FLUSH WITH <br />LINTEL PER PLAN - BOTTOM OF LINTEL - FIELD FRAME <br />HEIGHT MAY VARY ABOVE AS NECESSARY <br />FROM DRAWING 2X12 BOX HDR. W/2x8'S TOP & BOT. <br />FASTEN w/10d X 3" NAILS 0 6" O.C. <br />2x8 TO 2x12 PT 2x12 AT WALL TO BE <br />FASTENED TO PRECAST w/ (2) ROWS <br />STAGGERED OF 1/4" x 4" TAPCONS 0 <br />16" O.C. MAX. <br />S.G.D PER PLAN, <br />INSTALL PER <br />MAN. SPECS. <br />W32 POCKET S.G.D. DETAIL <br />• • • • o o ° ° • • • • • • <br />° <br />°NOTE: <br />° <br />PROVIDE BLOCKING <br />• <br />AT ALL <br />• <br />• <br />° <br />° <br />SHEATHING <br />EDGES. <br />° <br />° <br />• <br />• <br />• • <br />• • <br />• O • • • <br />• • • • • <br />• <br />• <br />• <br />° <br />° <br />° <br />° <br />STAPLE <br />• <br />° <br />• <br />SPACING <br />° <br />° <br />° <br />° <br />• <br />° <br />° <br />° <br />° <br />• <br />C AT 3' <br />° <br />• <br />° <br />• <br />O.C. IN FIELD <br />I° <br />D <br />• <br />° <br />• <br />• <br />• <br />• <br />• <br />• <br />° <br />• • • • • • • • *1 • ° <br />LOFT WALL SHEATHING <br />SHEATHING <br />STAPLE <br />VERTICAL <br />HORIZONTAL <br />FIELD <br />BLOCKING <br />REQUIRED (MIN) <br />SIZE <br />SPACING <br />SPACING <br />SPACING <br />REQUIRED <br />THERMO-PLY RED <br />15x16' CROWN <br />x 1-3/4 LEG <br />3' O.C. <br />3' O.C. <br />3' O.C. <br />ALL <br />EDGES <br />NOTE: ATTACH 1/2' GYPSUM WALL BOARD TO STUDS w/ #6 TYPE W OR S SCREWS <br />1-1/4' LONG OR 5d COOLER NAILS w/ 16' EDGE NAIL SPACING AND 16" FIELD SPACING. <br />3/4' <br />° <br />SINGLE STAPLE EDGE SPACING <br />1/2 S <br />o e <br />1/2' <br />DOUBLE STAPLE EDGE SPACING <br />2x4 BLOCKING <br />STAPLE <br />SHEATHING SPUCE-SAME THICKNESS AND <br />STUD SPACI R PLA STRUCTURAL SHEATHINGJ PER PLAN STRENGTH AIDS ORIENTATION AS WALL SHEATHING <br />W01R ED THERMO-PLY SHEATHING DETAIL <br />C.O.A# ARCHITECTURE: <br />W6002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />E BENJAMIN NIESE, PE <br />P.E.# 86025 <br />EI IAN MCCULLOUGH, PE <br />P.E.# 80956 <br />08/04/2021 <br />DATE`\\j11111IT <br />o. 8602 <br />S TEAL 0 <br />�ltitll� <br />N <br />N <br />c� <br />C) <br />0 <br />U <br />O <br />O <br />M <br />r__4 <br />v <br />°O <br />45 <br />o <br />0 <br />ono <br />A� <br />v <br />a` <br />N <br />U <br />`Y' <br />c13 <br />'O <br />c� <br />m <br />w <br />bb <br />'2 <br />1� <br />N <br />� <br />*Pu lte ,. . <br />i■1 < <br />o N <br />MID <br />o <br />svo <br />0 <br />O co <br />O M <br />III w <br />L\ vn <br />00 <br />N <br />p <br />cn <br />� O <br />cz <br />�--� W <br />clz "-'F; <br />fsl <br />00 <br />� � Q <br />o � � <br />� M <br />PRODUCT MANAGER <br />RELEASE <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEETcl <br />/A, <br />V .2 <br />